Construction of a CC road and drain in Ward No. 03, extending from Akanksha School, past the residence of Shri Ram Prakash Sharma, to the residence of Shri Om Prakash Saini.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.(DSR - 2.25a)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR - 2.8.1

Cement Concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8graded stone aggregate 40 mm nominal size derived from natural sources)As per SI No-.4.1.8

Providing and laying in 1:5:10 (1 Cement : 5 fine sand derived from natural sources : 10graded stone aggregate 40 mm nominal size derived from natural sources excluding the cost of centering and shuttering all work upto plinth level (DSR 2023-.4.1.11)

Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. 16.43.1 Cement concrete prepared with batch mixing machine

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 , 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.3 Suspended floors, roofs, landings, balconies and access platform

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars As per SI No.-5.22.1

Construction of information piller in brick work with Black Granite stone (2x3) size with B/W in 1:4 in 1.20m.wide wall, 23 to 35 cm thickness & 1.35m. Height above G.L. with plaster in 1:4 as per drawing attached I/C digging & painting of letters ,snowcem two coats & I/C all materials, labour and T&P etc. complete.